山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
35期
69-70
,共2页
综合支护%深基坑%土钉墙%预应力锚索
綜閤支護%深基坑%土釘牆%預應力錨索
종합지호%심기갱%토정장%예응력묘색
comprehensive support%deep foundation pit%soil nailing wall%prestressed anchor cable
针对深圳市图书馆大厦深基坑支护工程中采用搅拌桩截水帷幕联合土钉墙及预应力锚索的综合支护方法进行了介绍,指出采用该方法使得基坑施工工期大大缩短,成本降低,且经现场结果测试,边坡没有发生明显位移,基坑内也没有出现渗水现象,值得推广。
針對深圳市圖書館大廈深基坑支護工程中採用攪拌樁截水帷幕聯閤土釘牆及預應力錨索的綜閤支護方法進行瞭介紹,指齣採用該方法使得基坑施工工期大大縮短,成本降低,且經現場結果測試,邊坡沒有髮生明顯位移,基坑內也沒有齣現滲水現象,值得推廣。
침대심수시도서관대하심기갱지호공정중채용교반장절수유막연합토정장급예응력묘색적종합지호방법진행료개소,지출채용해방법사득기갱시공공기대대축단,성본강저,차경현장결과측시,변파몰유발생명현위이,기갱내야몰유출현삼수현상,치득추엄。
The paper indicates the mixing pile water-interception curtain combined soil nailing walls and the comprehensive support methods in the prestressed anchor cable are adopted in the deep foundation pit support projects in Library Mansion of Shenzhen,indicates the adoption of the method can shorten the engineering period greatly,lowers the costs,no obvious displacement at slopes,nor the leakage in the foundation pits by the field measurement,so it can be further extended.
